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Dist. County Route ;Post Mile SN0. Sheets <br /> 10 S J 120 10.0/6.61 3 31 <br /> CALIF COORDINATE CONTROL SCHEME _-- - - <br /> Approved <br /> LOR N T. MAR RCE 20870 <br /> BASISOF BEARING SURVEY OFFICE' ENGINEER <br /> Date <br /> 6aQ R I PON 1943" <br /> California Coordinate Zone 3 <br /> SCALE: I" = 1000' <br /> y <br /> REF. MON. 327 <br /> BRASS DISC SET IN CON <br /> CAL-TRANS ( DOT) <br /> REF. MON. 317 . <br /> BRASS DISC SET IN CONC. �v <br /> REF. MON. 288 o <br /> BRASS DISC SET CAL- TRANS ( DOT ) z o � <br /> IN CONCRETE , 2 m <br /> SECTION CORNER CAL-TRANS (DOT) REF. MON. 340 a <br /> BRASS DISC IN BRASS DISC SET REF MON. 352 <br /> SURVEY WELL IN CONCRETE , BRASS DISC SET IN CONC., <br /> CAL-TRANS (DOT) CAL- TRANS ( DOT) <br /> T. 2S ., R. 7E. REF MON. 236 REF MON. 261 REF. MON. 313 Combined Grid Factor = 0.9999283 <br /> BRASS DISC SET BRASS DISC SET BRASS DISC SET <br /> IN CONCRETE IN CONCRETE IN CONCRETE, To obtain ground distance divide the <br /> CAL- TRANS ( DOT) CAL-TRANS (DOT) CAL-TRANS (DOT) REF MON. 294 grid distance by the combined factor. <br /> BRASS DISC SET IN CONC., "RIPON 1943"CAL- TRANS ( DOT) NGS FIRST ORDER <br /> 6 5 466,038. 13 N <br /> REF. MON . 2 83 I, 817, 073. 38E <br /> 7 8 BRASS DISC SET IN CONC., BRONZE DISC SET IN TOP j <br /> CAL- TRANS ( DOT ) <br /> _� <br /> OF 1.0 FT. SQ. CONC. MON. <br /> REF. MON. 324 <br /> BRASS DISC SET BASIS OF QE'AR <br /> ANG <br /> REF. MON. 223 REF MON. 249 REF. MON. 300 <br /> IN CONCRETE 10 - SJ- 120- 249. 1 <br /> BRASS DISC SET BRASS DISC SET BRASS DISC SET CAL- TRANS (DOT) 83,02 52 E <br /> T-BAR 4.6 MALE <br /> IN CONCRETE, INS CONCRETE, CAL-TRANS ( DOT) <br /> - <br /> CAL-TRANS <br /> CONCRETE, CAL-TRANS (DOT) CAL-TRANS (DOT) <br /> CAL-TRANS ( DOT) <br /> 10-SJ-120-248 <br /> REF. MON. 276 T-BAR AZIMUTH MARK, NGS <br /> BRASS DISC7 �T CAL-TRANS (DOT) BRONZE DISC SET IN <br /> 10 -SJ -120-249 TOP OF 1.0 FT SO. CONC. MON. <br /> IN CONCRETE, T- BAR <br /> CAL-TRANS ( DOT ) CAL-TRANS ( DOT ) <br /> iII <br /> �I <br /> 10-SJ-120-257 <br /> T- BAR I <br /> CAL-TRANS ( DOT ) <br /> 10 - SJ - 4 - 35 <br /> T- BAR <br /> CAL-TRANS ( DOT ) <br /> STATE OF CALIFORNIA <br /> BUSINESS AND TRANSPORTATION AGENCY <br /> DEPARTMENT OF TRANSPORTATION ' <br /> LEGEND DISTRICT 10 STOCKTON <br /> NOTE <br /> UNLESS OTHERWISE INDICATED , ALL R/W TIES 8, ONUMENT TIES SUPPLEMENTAL INFORMATION MAY BE OBTAINED FROM THE FIRST OR SECOND. ORDER STATION I N THE NATIONAL <br /> ARE AT RIGHT ANGLES OR RADIALLY OPPOSITE � RIGHT OF WAY ENGINEERING SECTION OR SURVEYS SECTION GEODETIC CONTROL NETWORK <br /> DEPARTMENT OF TRANSPORTATION 'DISTRICT 10 A PROJECT CONTROL SURVEY MONUMENT RECORD OF <br /> 1976 EAST CHARTER WAY,STOCKTON. MONUMENTS FOUND OR SET <br /> COORDINATES , BEARINGS AND DISTANCES SET I .I.D. x24 IRON PIPE & CAP ( CALIF DIV. OF HWYS. OR CAL DOT ) SURVEY <br /> SHOWN ARE BASED ON THE CALIFORNIA <br /> COORDINATE SYSTEM ZONE 3 SECTION CORNER OR 1 / 4 CORNER ( CALCULATED <br /> H WING MONUMENTS FOUND SET RRESET <br /> UNLESS OTHERWISE NOTED ) S 0 <br /> PREPARED BY 1- T DRAWN BY O NOTHING FOUND , NOTHING SET ' <br /> CHECKED BY __ CHECKED BY <br /> a -�a 7 <br />